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State Government

CTN :45731675 Due date: 04 Jul, 202604 Jul, 2026 NA
Tender For construction of pucca path from the house of deena nath to the house pyar chand and chaman lal ward no 05 gram panchayat panalath (under deposit vkv/2025/1881) (s.h:-providing and laying cement concrete pavement at rd 0/00 to 0/062.25)

State Government

CTN :45731971 Due date: 04 Jul, 202604 Jul, 2026 NA
Tender For construction of pucca path to the house of sharma basti lahari ward no 05 mohal gram panchayat nadholi (under deposit vkv/2025/1896) (s.h:- providing and laying wbm g-ll and cement concrete pavement in km 0/00 to 0/034.50)

Central Government/Public Sector

CTN :45719626 Due date: 18 Jul, 202618 Jul, 2026 40.00 Lacs
Tender For repair/ replacement of lt cable, lt panel and connected items in domestic area (excluding camp area), su site 1a and 1b at af stn jodhpur - excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc 10 sqm on plan and getting out in soft/ loose soil complete all as specified and directed., returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in any type of soil.complete all as specified and directed., removing excavated materials to a distance not exceeding 50 m and depositing where directed, at a level not exceeding 1.5 m above the starting point in any type of soils.complete all as specified and directed., m&l for sand cushioning for xlpe cable with tibba sand (one layer of 80mm thickness before laying of cable and other layer of 150mm thickness after laying of cable) and punning down to 180mm to provide a required cover complete all as specified and directed by the engineer-in-charge.note:- punned thickness only shall be measured and paid., m&l for protection to cable with one layer of bricks laid flat butting to each other in such a way that the length of the bricks is at right angle to the central axis of the cable using old size sub-class b bricks complete all as specified and directed by engr-in-charge., supplying and laying un-reinforced precast concrete cable cover, class lv, type i, flat, size 250mm x 150mm x 40mm confirming to is - 5820 complete all as specified and as directed., supply and laying of xlpe insulated, armoured, heavy duty, electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10 sqmm, 4 core laid in gi pipe complete all as specified and directed., supply and laying of xlpe insulated, armoured, heavy duty, electric cable laid in trench with aluminium conductor, 1100 volts grade, cross-sectional area 16 sqmm, 4 core complete all as specified and directed., supply and laying of xlpe insulated, armoured, heavy duty, electric cable laid in trench with aluminium conductor, 1100 volts grade, cross-sectional area 25 sqmm, 4 core complete all as specified and directed., supply and laying of xlpe insulated, armoured, heavy duty, electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 35 sqmm, 4 core laid in gi pipe complete all as specified and directed., supply and laying of xlpe insulated, armoured, heavy duty, electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 50 sqmm, 4 core laid in gi pipe complete all as specified and directed., supply and laying of xlpe insulated, armoured, heavy duty, electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 70 sqmm, 4 core laid in gi pipe complete all as specified and directed., supply and laying of xlpe insulated, armoured, heavy duty, electric cable laid in trench with aluminium conductor, 1100 volts grade, cross-sectional area 95 sqmm, 3.5 core complete all as specified and directed., supply and laying of xlpe insulated, armoured, heavy duty, electric cable laid in trench with aluminium conductor, 1100 volts grade, cross-sectional area 150 sqmm, 3.5 core complete all as specified and directed., supply and laying of xlpe insulated, armoured, heavy duty, electric cable, laid in ground with aluminium conductor, 1100 volts grade, cross-sectional area 240 sqmm, 3.5 core complete all as specified and directed., taking down of lt cable any size from trech/ gi pipe/ walls/ on ground/ street light poles complete all as specified and directed., m&l for boring of holes under road, pavement, hard stansding by using manual method with 100mm hdpe pipe complete all as specified and directed by engineer-in-charge., s&f in repair mccb 400 amp, 4 pole, 415 v, 36 ka, thermal megnatic adjustable type complete all as specified and directed., s&f in repair mccb 250 amp, 4 pole, 415 v, 35 ka, thermal megnatic adjustab

CTN :45720703 Due date: 30 Jul, 202630 Jul, 2026 2.00 Crore
Tender For inviting rates of different items for construction of diffrent type of work as per demand on cm help line or ward parsad or public - supply of handpump material 2026-27, excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per section-300 of the specifications.item no nvi-3.12, construction of embankment/sub-grade/earthen shoulders with material obtained from other sources, as per provisions of section 305 of the specifications, with approved materials/soil confirming to requirements given in table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in table 301 2 of the specifications complete.item no nvi-3.12, construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, including all lifts and lead complete in all respect as per section-400 of the specifications.by mix in place method item no nvi -4.1.1.1, construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of the specifications, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per section 601 of specifications.item no nvi- 6.1.1, providing and laying cement concrete grade m-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).item no nvi-6.4, construction of dowel jointed, plain cement concrete pavement in m-30 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to is:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per irc:15 and as per section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc.item no nvi-6.2.1, earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom,dressing of sides,disposal of excavated earth including of all lift and lead upto 50m.disposed earth to be levelled and neatly dressed.all kinds of soil item no nii 2.6.1, demolishing cement concrete manually/by mechanical means including disposal of material with in 50 meters lead as per direction of engineer-in-charge.1:3:6 or richer mixitem no nii

CTN :45713531 Due date: 09 Jul, 202609 Jul, 2026 4.06 Lacs
Tender For providing cement concrete pavement at nathamedu 1st cross street in orathur panchayat.

CTN :45725997 Due date: 15 Jul, 202615 Jul, 2026 NA
Tender For vellore district providing cement concrete pavement at govindappankottai srinivasan house to amsa house in mohamadupuram panchayat anaicut block general fund 2025-2026 package no 01

CTN :45720525 Due date: 15 Jul, 202615 Jul, 2026 3.45 Lacs
Tender For providing cement concrete pavement (50metre) with dry fixing pipe at santhanaviduthi ad colony near pillaiayrkoil in thulaiyanur panchayat

CTN :45700362 Due date: 06 Jul, 202606 Jul, 2026 25.11 Lacs
Tender For estimate for construction of cement concrete pavement in m-25 mix design with raising of drain at inder nagar wali gali, a-block , dabua colony in ward no.11, nit faridabad.

State Government

CTN :45723539 Due date: 07 Jul, 202607 Jul, 2026 46.19 Lacs
Tender For improvement of lanes by p/l cement concrete pavement and const./raising of drain in gali no.3 of ward no 234, e.b. no.0062 (h.no.3082-3150 circular road), gandhi nagar (ac-61).

State Government

CTN :45723550 Due date: 07 Jul, 202607 Jul, 2026 45.15 Lacs
Tender For improvement of lanes by p/l cement concrete pavement and const./raising of drain of gali no.1 and adjacent lanes in ward no. 234,e.b. no.0059-2 (c.n.2990-3014) dharampura gandhi nagar (ac-61).
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